Loading...
HomeMy WebLinkAbout906 Bay Ave 18-4580 New construction SFH (2)Address: 348 Equestrian's Way SQUARE FOOT TABULATION LIVING SPACE 16 8 1 SQ.FT. GARAGE 371SQ.Fr. FRONTPORCH L32 SQ.Fr. REAR P0RCH 153 SQ.FF.. JK Persaud, 11c new construction residence 906 BAY AVE SANFORD, FL 3277 1-22 14 Address: 324 Putnam, Ormond beach, FL BUILDING ENVELOPE & AREAS BLILDING TYPE CMU NEW SQR FTLNDERAIR 1681 TOTAL WIDTH OF S'1RCCTLRE 34'-0 " TOTAL DEPTH OF S'IRLC'rLRE 40 ' 4" 'TOTAL HEIGHT OF S'IRUMLRE 16 ' - 8 " MEAN ROOF HEIGHT 16' -6 " ROOF SYSTEM RLSEl RLN 5/ P UNDER ROOF 2425 PER11MUIER , 1f - P Address: 324 Putnam, Ormond Leach, H DRAWING INDEX i COVER PRO PO S ED FLO 0 R PUluN ELEVATIONS AO Al A2 FOUNDMION, SHE PLYe`7 & PILllYG PLAN A3 FRjWE PLANS A4 DETAILS AS ELECnt1CAL I El I SCOPE OF WORK ALL WORK IS DONE ON A BESTEFFORI'.'IFE CONMC'TOR IS RESPONSIBLE'10 VERIFY.LLL DIMENSIONS, SPECIFK:ATIONS, AND TJE SCOPE OF THIS PROJECT IS NEW CONS IRLCTLy OF SLNGLE STORY OTHER DEDVLS PRESENTED LN IIESE RENDERLNGS. THE RESIDENCE CONIRACIOR AND OWNER LNDE.VN'IFIE'IHE DRIFIER FROM ANY RES PONSABIMY TO R PNY DAMAGES RESLULNG FROM PLAN ERRORS AND OMMLSSIONS. The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for ar iy other project without the written Consent of the designer. These documents are not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any thlfd party without first obtaining the written permission and consent at the designer RECORD COPY SANFORD BUILDING DIVISIOPI f^ ' '.nrION TESTA PERMIT 15 JEI»HaL ,3t : YrnIS !TRUED TO BE A 2 3-, o ljJ RED LICENSE TO PROCEED PVIT. THE WORK AND NOT AS AUTHORITY TO V!OLATE, ;;ANGEL AC ICR OR SET iie- its to be Verified ASIDE ANY OF THE-ROvISR rJS OT THE rECt NICAL CODES, NOR at Slab Inspection ,"H. LL sSUANCE OE A PF.RNIrr PREVENT THE BL4Lu!ila; ; )F, IGIAL FROM THEREAF TER REQUIRING A GOT=`�iECI"ION OF ERRORS IN PLANS, CONSI"RUCTiON OR VIOLATIONS OF THIS CODE DESIGN STATEIVIENT: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO AND MEETS THE STRUCTURAL REQUIREMENTS OF A.S.C.E. 7-10 AND TH)FLORIDA BUILDING CODE 2017 (6th Edition). ROOF/MPAN HEIGHT 25' OR LESS DESIGN WIND SPEED 135 MPH, IEDFORCO�CUMPLIANCH RISK CATEGORY II — PLANs`�ExArvu— N----Fa — EXPOSURE CATEGORY C �DATE 1 �-- BUILDING ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 18% WALLS +39psf/ - 45 P.S.F. ROOF + 35 P.S.F. /- 55 (based upon zone 3 pressures for all roof pitches) THE MINIMUM DESIGN PRESSURES FOR COIVIPONENTS AND CLADDING ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 30, SECTION 30.5 WALLS (ZONE 4) +41.4 P.S.F. -45.1 P.S.F. WALLS (ZONE 5) +41.1 P.S.F. -55.7 P.S.F. a ROOF (ZONE 3) +34 P.S.F. -76 P.S.F. ALL CONNECTION HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. # 1 8- G 5 8 0 iv 0 E U' 01 �- U N O r O o ry C� U U < 1h---�I O U w d'o CV CD O a O 6 ? n d00 n M O a T � 4 E O v> E d ry z. d date: OCT 15, 2018 Sheet # AO Notes 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 6TH ED EDITION OF THE FLORIDA BUILDING CODE (FBC), FOR THE RESIDENTIAL AND BUILDING VOLUMES. 2. IF, IN THE OWNER/CONTRACTORS OPINION, ANY WORK THAT IS INDICATED IN THE DRAWINGS, OR SPECIFIED IN SUCH A MANNER WILL MAKE IT IMPOSSIBLE TO PRODUCE A FIRST CLASS PIECE OF WORK, OR SHOULD DISCREPANCIES APPEAR IN DIMENSIONS OR DETAILS THEY SHALL BE SUBMITTED TO ENGINEER BEFORE PROCEEDING WITH WORK. 3. ANY CHANGE FROM THE DRAWINGS AND / OR FIELD CHANGE CONDITIONS, MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER SO THAT NECESSARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN IS CARRIED OUT TO ITS FULLEST EXTENT. 4. ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE WITH ASTM A-325 F. 5. MINIMUM DESIGN LOADS : DEAD LOADS AND LIVE LOADS IN ACCORDANCE WITH THE 2017 6TH ED. FLORIDA BUILDING AND RESIDENTIAL CODES. AND ACCORDANCE WITH THE ASCE-7 2014 EDITION FOR MINIMUM DESIGN LOADS (IN ACCORDANCE WITH THE REQUIREMENTS OF VOLUSIA COUNTY ORDINANCES.) I 6. ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE WITH ASTM A-325 F. 7. WELDING ELECTRODES SHALL BE E-70XX LOW HYDROGEN. i i 8. MINIMUM DESIGN LOADS : DEAD LOADS AND LIVE LOADS IN ACCORDANCE WITH BUILDING CODE STANDARDS, LATEST EDITION. i (AND IN ACCORDANCE WITH THE REQUIREMENTS OF VOLUSIA COUNTY ORDINANCES, 9. STRUCTURAL LUMBER FOR WALLS : 2x6, 2x8; SOUTHERN PINE #2 OR EQUIVALENT W\ FB > 1300 PSI. 10. ALL PRE-ENGINEERED TRUSSES SHALL BE DESIGNED AND FABRICATED BY A CERTIFIED TRUSS MANUFACTURER (TRUSS PLATE INSTITUTE). SHOP DRAWINGS SIGNED AND SEALED BY A REGISTERED ENGINEER SHALL BE SUBMITTED TO ENGINEER AND BUILDING DEPARTMENT. 11. TRUSS ERECTOR SHALL PROVIDE BRACING IN ACCORDANCE WITH "BRACING WOOD TRUSS COMMENTARY AND RECOMMENDATIONS BWT-76" (TRUSS PLATE INSTITUTE). 12. PRE-ENGINEERED COMPONENTS SUCH AS ROOF TRUSSES, WINDOWS, DOORS, ETC. TO BE CERTIFIED BY MANUFACTURER AS MEETING THE REQUIREMENTS OF SPECIFIED WIND LOADING, ANY SPECIAL INSTALLATION INSTRUCTIONS AND DETAILS TO BE SUPPLIED BY THE MANUFACTURER, 13. CHECK WITH ALL UTILITIES BEFORE DIGGING. NOT TO SCALE S EE S LRVEY FO R DIMENS IO NS MIN. CLEAR OPERABLE CLEAR OPENING SASH SMALLEST DOUBLE HUNG 24" MIN. WINDOW / CLEAR OPENING 36" x57" 44" MIN. NET / MAX. CLEAR ABOVE OPENING FLOOR 5.7 SQ. FT. 5.0 SQ. FT. AT GRADE LEVEL EMERGENCY EGRESS WINDOW GABINET 56HEDULE NUMBER LABEL QTY WIDTH DEPTH HEIGHT DE56RIPTION 601 1316R 1 16 1/4 " 24 " 36.. BASE CABINET 002 1318R 1 18 " 24 " 361, BASE CABINET CO3 824R 1 24 " 24" 361, BASE CABINET C04 1328 1 28 5/16 " 24 " 36.1 BASE CABINET G05 651 1 30 5/8 " 24 " 136 " BASE GABINET 006 B53 1 33 " 24 " 36.1 BASE GABINET COR LGB36R 3 36 " 361, 561. GORNER BASE GABINET COS 5B30 2 30 " 24 " 361, BASE GABINET COq 5531 1 31 1/8 " 24 " 361. 13A5E GABINET G10 5536 1 361, 24 " 361, 13A5E GABINET G11 W1551 R 1 15 " 12 " 51 " WALL GABINET G12 W1851 R 1 16 " 112 " 51 " WALL GABINET G13 W2451 R 4 24 " 112 " 51 " WALL GABINET WINDOW 5GHEDULE NUMBER LABEL OTY SIZE R/O 0E5GRIPTION W01 30505H 8 30505H 31"X61" SINGLE HUNG W02 40355H 1 40355H 4q"X42" SINGLE HUNG -AT W03 40315H 1 40315H 4q"X44" SINGLE HUNG window notes: L ALL WINDOWS 'LOBE VINYL 6Y POT. INDLS'HRES ORAPPROVED EQUAL 2. ALL WINDOWS 10 BE LSIPACr PES6'I'AN'F GLASS OR PROVIDE APPROVED SHOFIERS _..ILL WINDOWS 10 LUPAC'r RESISTA`7'r GLASS OR SHUPIERD WIIH;" PLYWOOD W/ 21 SCREWS (MIN.2" EMBED) @ 8" O.C. AROUND PERL\1EIEROF EACHOPENCIG, SPECIFICALLYCUF AND LABELED FOR EACH OPENING. 7. ALL WLNDO WS'10 BE LVSULAIED GLASS DOOR 5GHEDULE NUMBER LABEL OTY 51ZE R/O DE5GRIPTION 001 10065 1 10065 R EX 122"X83" EXT. TRIPLE 5LIDER-GLA55 PANEL 002 16080 1 16080 1q4"Xqq" GARAGE -AT -PANEL 003 21068 1 21068 L IN 36"XS2 1/2" HINGED -DOOR P03 004 21068 1 21068 R EX 36"X83" EXT. HINGED-GLA55 PANEL 005 21068 1 21068 R EX 36X83" EXT. HINGED -PANEL 006 21065 1 21068 R IN 36"X82 1/2" HINGED -DOOR P03 001 2568 1 2568 R IN 30 15/16"X82 1/2" HINGED -DOOR P03 DOS 2666 1 2668 L 62"X82 1/2" POGKET-DOOR P03 DOq 2668 1 2568 L IN 34"X82 1/2" HINGED -DOOR P03 010 2568 1 2668 R IN 34 3/16"XS2 1/2" HINGED -DOOR P03 011 1506b 1 5068 L/R 62"X82 1/2" 4 DR. BIFOLD-LOUVERED 012 16065 1 2 16068 L/R 14"X82 112" 4 DR. BIFOLD-LOUVERED D13 16066 1 3 1606b R IN 14"X52 1/2" 5LIDER-DOOR P03 door notes: L ALL LV'IERIOR DOORS'IALES 10 BE SELECTED BY OWNER 2. SEE NIANLFACILItERS SPECIFICA'HONS FORALL EXIERIOR DOORS. ROOM FIN15H 5GHEDULE ROOM NAME AREA INTERIOR 50 FT GEIL ING HEIGHT WALL MATERIAL FLOOR FIN15H GEILING FIN15H BASE MOLDING GARAGE 311 135 1/4" DRYWALL DRYWALL GOLOR - WHITE PANTRY 36 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 PORGH 132 121 5/8" BEIGE 5TUCG0 DRYWALL DRYWALL COLOR - WHITE PORGH 153 116 1/8" BEIGE 5T0000 DRYWALL DRYWALL COLOR - WHITE GL05ET 10 10q 115" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL GOLOR - WHITE GA-54 BEDROOM 2 123 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL GOLOR - WHITE GA-54 BEDROOM 3 130 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL GOLOR - WHITE GA-54 MASTER BDRM 154 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 GL05ET 1q 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL GOLOR - WHITE GA-54 GL05ET 22 10q 1/8" DRYWALL GRAY EPP3105, FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 GL05ET 21 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 BATH 42 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 GL05ET 54 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 MASTER BATH 61 10q 1B" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 LIVING 656 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 KITCHEN 130 10q 1/8" DRYWALL GRAY EPP3105 FOAM UNDERLAYMENT DRYWALL COLOR - WHITE GA-54 TOTALS: 2120 OPENING & EITHER 51OF OF EYERY OPENING I PROPOSED FLOOR PLAN SCALE: V i" - I' 0 " a3 0 c CAI N U u' or" c r" C-\J _O Q O c o ry .O o �z Q c 0111 C Q Q O O` CMpfll11, BAY OESI61U 0 n d 0 (5 U M t5 CV "1 0) n 0� d o) d 0 C) ? o 6 co 5 E 6 10 E d d z .c: d II SEA II(Im - II ATE Of •'42,� %0'-..� 0 RID Lij co N O E 0 � L- c -J rn ON N 0 LLI �m xm c N ca °0� U) O `o [L w date: OCT 15, 2018 Sheet # A2 ROOF NAILING PATTERN USE 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN THE FIELD. ASPHALT SHINGLE APPLICATIONS ROOF UNDERLAYMENT ASPHALT ROOF SHINGLES FOR LOW SLOPE ROOFS SHALL BE INSTALLED AS FOLLOWS: ROOF UNDERLAYMENT SHALL CONSIST OF 36" WIDE STRIPS INSTALLED PARALLEL TO THE EAVES AND FASTENED WITH GALVANIZED NAILS WITH PLASTIC WASHERS AT 24" ON CENTER. PRIOR TO INSTALLING THE ROOF SHINGLES. ON THE ROOF SLOPES 4:12 AND BELOW. TWO LAYERS OF EITHER 15# FELT OR TWO LAYERS OF 30# FELT SHALL BE INSTALLED AS PER FBC 1507.2.8. THE FELT SHALL BE APPLIED OVER LAPPING THE FIRST LAYER. A 24" WIDE STRIP OF SELF ADHESIVE ROLLED ROOFING SHALL BE APPLIED AT THE EAVES AND AT THE VALLEYS AND AT THE TRANSITION BETWEEN THE 4:12 SLOPE ROOFS AND 3:12 AND BELOW SLOPE ROOFS. SHINGLE NAILING: ASPHALT SHINGLES SHALL BE INSTALLED WITH GALVANIZED, STAINLESS STEEL, ALUMINIUM, OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE SHANK WITH A MIN 3/8" DIA. HEAD, OF A LENGTH TO PENETRATE THRU THE ROOFING MATERIALS AND A MIN. OF 3/4" INTO ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK THE NAILS SHALL PENETRATE THRU THE SHEATHING. ATTACHMENT ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE OR 2 FASTENERS PER INDIVIDUAL SHINGLE. ATTIC VENTILATION NOTE: PROVIDE 1 SQ.FT. OF OPENING FOR EVERY 150 SQ FT ALLOWANCES: 2.6 SQ FT OF OPENING PER 10 FEET OF LENGTH OF RIDGE VENT. Hi hest Rid e 16.8' IV Hpadpr Top of Garage Slab F4. -2.2' FRONT ELEVATION LEFT ELEVATION SCALE: 1/4" - 1'-0" SCALE: 1/4" - 1'-0" ROOF SHEATHIN^ CONT. TOP BOARD CONT. BOTTOM BRACE 2X4 AS REQUIRED BY TRUSS DESIGN & AS INDICATED BELOW. BRACING AS REQUIRED BY TRUSS DESIGN. (CEILING DOES NOT ATTACH) :All CENTER ;ACING UUiv I . CENTER CHORD LATERAL BRACING AS REQUIRED BY TRUSS DESIGN AND AS INDICATED IN NOTES. 2X4 W/ 2-16d NAILS AT EACH TRUSS. TYPICAL ROOF TRUSS BRACING SCALE: N.T.S. RIGHT ELEVTATION SCALE: 1/4" - 1'-0" BACK ELEVATION BOTTOM BRACING SHALL: 1/4" - 1'-U' ROOF NAILING PATTERN USE 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN THE FIELD. EXHAUST FAN -DETAIL Vent Thru Soffit SCALE: 1 2 = 1'-0" l FAN WOOD NOTES: 1. ALL EXTERIOR WALL FRAMING MEMBERS SHALL BE WOOD MEMBERS EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO. 2 (MINIMUM ALLOWABLE BENDING STRESS - 1290 PSI FOR SINGLE MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY = 1,600,000 PSI.) ALL INTERIOR WALL FRAMING MEMBERS TO BE SPRUCE -PINE -FIR (MINIMUM ALLOWABLE BENDING STRESS - 1050 PSI FOR SINGLE MEMBERS USES AND 1160 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY = 1,300,000 PSI.) 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 5. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 20%) TO WITHSTAND THE LOAD GIVEN IN NOTES. 6. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH AN ENGINEERS SEAL FOR APPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 7. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER. IN ADDITION TO MEMBERS SHOWN ON THE DRAWINGS. 8. ROOF DECKS SHALL BE 5/8" CDX PLYWOOD FOR ASPHALT SHINGLES ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING AT INTERMEDIATE SUPPORTS. FOR CORNER ZONES AND END ZONES WITHIN 4' OF CORNERS USE 8d NAILS AT 4" O.C. EDGES AND 6" O.C. IN THE FEILD PROVIDE PLY CLIPS AT UNSUPPORTED EDGES. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. ATTIC VENTILATION NOTE: PROVIDE 1 SQ.FT. OF OPENING FOR EVERY 150 SQ FT OF ATTIC SPACE. ALLOWANCES: 2.6 SO FT OF OPENING PER 10 FEET OF LENGTH OF RIDGE VENT. EXHAUST FAN DETAIL Vent Thru Roof SCALE: 1 /2" = 1 "-0"• ,Cr N 0 c V) C 0 0 1' 0_1 CV C\l _U ' d d CV � LL 0 v �nn—llI } z C C/-) O w U> l j E3 Q m 0 oll CE ANGNOVE BAY GN 'o M d 'o o d — U N C .� p co O) a v d a O a c: s � � d d m > d � E � 0 � E 3 d d c C d E' * N 74° ATE OF E I L. U L cv o _ o U Z coLLv = U_ j rn N(6 N N m(:o .0 w X (o0) p_ m0°' O `� ° 0 1E a a: a- O 0 LL E Lu date: OCT 15, 2018 Sheet # MINIMUM REQUIREMENTS ROOF SHEATHING SHALL BE 15/32" EXPOSURE / C—D SHEATHING GRADE PLYWOOD 1 /2" 2—M—W OR 2—M-3 PARTICLE BOARD, OR BETTER, LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING AND END JOINTS SHALL BE STAGGERED. SHEATHING SHALL BE FASTENED TO ROOF FRAMING W/ 8d RING SHANK NAILS. NOTES: • ALL LUMBER TO BE PRESSURE TREATED # 2 S. PINE • ALL SIMPSONS TO BE ZMAX • ALL SCREWS STAINLESS STEEL • RETURN AND TERMINATE ENDS OF HANDRAILS TO WALL OR POST THIS MEETS THE 2 0 17 CODE WOOD NOTES: 1. ALL EXTERIOR WALL FRAMING MEMBERS SHALL BE WOOD MEMBERS EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO. 2 (MINIMUM ALLOWABLE BENDING STRESS - 1290 PSI FOR SINGLE MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY = 1,600,000 PSI.) ALL INTERIOR WALL FRAMING MEMBERS TO BE SPRUCE —PINE —FIR (MINIMUM ALLOWABLE BENDING STRESS — 1050 PSI FOR SINGLE MEMBERS USES AND 1160 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY = 1,300,000 PSI.) 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS —GRADE LUMBER AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 5. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 20%) TO WITHSTAND THE LOAD GIVEN IN NOTES. 6. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH AN ENGINEERS SEAL FOR APPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 7. BRIDGING FOR PRE—ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER. IN ADDITION TO MEMBERS SHOWN ON THE DRAWINGS. 8. ROOF DECKS SHALL BE 1 /2" CDX PLYWOOD FOR ASPHALT SHINGLES ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING AT INTERMEDIATE SUPPORTS. FOR CORNER ZONES AND END ZONES WITHIN 4' OF CORNERS USE 8d NAILS AT 4" O.C. EDGES AND 6" O.C. IN THE FEILD PROVIDE PLY CLIPS AT UNSUPPORTED EDGES. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. NOTES (1) TRUSSES TO BE SHEATHED PRIOR TO VALLEY FRAMING (2) CONN. 2X6 NAILER TO ROOF W/2 12d NAILS IN EACH TRUSS, AND W/ CS16 HURR. STRAPS @48 O.0 THROUGH PLYW. (3) 2x8, 2x6, AND 2x4 VALLEY FRAMING NAILED TO 2x6 NAILER @ ONE END w/ 3-16dNAILS , AND 2x10 RIDGE BOARD @ OTHER END USING A-3 HURRICANE ANCHOR (4) ATTACH 2X4 VERT. STAB TO 12', 16' & 20' VALLEY FRAMING SPACED AT 48' O.C. MAX AND CONN. W/3-16d NAILS AT TOP & SIMPSON LS30 HURR. CLIP AT BOTTOM (5) VALLEY SECTION SHEATHED AFTER FRAMING (6) USE COLLAR TIE FOR ALL SPANS OVER 10'-0". USE VERTICAL STAB FOR ALL SPANS OVER 12'-0". ROOF NAILING PATTERN USE 8d RING SHANK NAILS O 4" O.C. ON EDGE AND 6" O.C. IN THE FIELD. 0 c �;. I I I I PORGHXI L I F ri CV CV H TA2C IT / l Q Ct O E� cn v 0 1 0 L.L s' cc I }z < �� Po w Q 5:12 O 011 1 MANGHGVE BAY ." gESIH�d o � 00 } N ANTR� O J a p C) O m � d o d o . c O 0 3 �c: E 0 i � E d FF ETA20 * N . 7b5 * s / STATE JV4f]#FI( _ :.� t40RI'DP''G��;• o \1 J G?� G E%„S!4NA��;,,�� HE A2c NW n E N �� o �, = : - — — — — — — — — — — - — — — — — — — — — — • . n, J W CS)------ ��. v �LL't L J N N c W xormp Lmp�2 o�iE O w ROOF- PLAN date: OCT 15, 2018 56ALE: 1/4" = 1'- 0" Sheet # .. CONCRETE NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 EXCEPT THAT TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 60. J. WELDED WIRE FABRIC SHALL CONFORM TO A-185. POLYPROPLENE FIBER MESH OR FIBER STRANDS MAY BE SUSTITUTED FOR WELDED WIRE FOR NON STRUCTURAL SLAB REINFORCEMENT 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVES, OPENINGS PR INSERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE ARCHITECT AND SHOWN ON SHOP DRA WINGS. 5. ALL REINFORCING DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315", UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS. 6. PROVIDE SPACERS. CHAIRS. BOLTERS, ETC. AS REQUIRED TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. 7. PROVIDE CORNER BARS FOR ALL FOOTINGS. 8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED 5" INTO INTERIOR FOOTINGS AND A MINIMUM OF 6" INTO ALL OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SOIL UNDER SLAB TO BE PRE—TREATED FOR TERMITES AS PER 2004 FLORIDA BUILDING CODE. 11. ALL FOOTINGS TO DESIGNED FOR AN ASSUMED SOIL PRESSURE OF 2000 P.S.F.. OWNER & CONTRACTOR TO HAVE SOIL PRESSURE VERIFIED AND IF CONTACT PRESSURE IS LESS THAN 2000 P.S.F. FOUNDATION SHALL BE REDESIGNED. COMPACT ALL SOIL TO 95% DENSITY DOWN TO 2'-0" BELOW ALL SLABS & FOOTINGS. 12. PLUMBING WASTE PIPE PENETRATING FOOTING SHALL BE CAST IRON OR SCH 40 PVC. PRECAST CONC. SILL 1/2" GYP. BOARD ON 1x2 P.T. FURRING @16"O.C. W/R-3.85 INSULATION 1-#5 (REFER TO DOWELS) 8"C.M.U.,COVERED W/ 1/2" STUCCO MIN. OVERLAP 25" CONC. FILLED CELLS W/1-#5 REBAR' @ CORNER OF BLDG. & EA. SIDE OF OPENINGS & 6-0" O.C. 90' HOOK 10" LONG. ELEVATION 0'-0" FGRADE (REF. ONLY) z z'/� a ..:.4:/: 6x6 910-10 W.W.F. OR FIBERMESH TERMITE TREATED COMPACTED FILL a ° a POLYETHYLENE 4. MEMBRANE 245 REBAR CONT.-ONE STORY 20" Typical Footer Detail SCALE: 3/4" = V-0" 3000 PSI CONC. 6X6-#10-W.W.F. OR FIBERMESH FINISH GRADE 4" MAX 12" a < —/a a / d/—/ — 14" NOM. I I tl ICI I �I I T 1- 5 REBAR 12" VCLEAN COMPACTED CONT. TERMITE TREATED SOIL Porch Slab SCALE: 3/4" = 1'-0" FOUNDATION NOTES: ALL FOOTINGS DESIGNED FOR AN ASSUMED SOIL PRESSURE OF 2000 P.S.F.-OWNER & CONTR. TO HAVE SOIL PRESSURE VERIFIED AND IF CONTACT PRESSURE IS LESS THAN 2000 P.S.F. FOUNDATION SHALL BE REDESIGNED. COMPACT. ALL SOIL TO 95% DENSITY DOWN TO 2'-0" BELOW ALL SLABS & FOOTINGS. - I I bearing walls top at 8'-0" I I I I ;gym: I I I I I I I CONTROL JOINT IN SLAB I I I I I I I I I I I I I I I 4" CONCRETE SLAB W/ RESIDENTIAL FIBER MESH REINFORCING ON VAPOR BARRIER OVER TERMITE TREATED, CLEAN, COMPACTED FILL VERIFY DIMENSIONS OF SHOWER RECESS WITH PLUMBER VERIFY DIMENSIONS OF DRAINAGE WITH PLUMBER MASON TO PROVIDE OPENINGS FOR DOOR AND WINDOW BUCKS. COORDINATE WITH I CONTRACTOR I__ I I I,. 2,_19„ I I I 5,11„ I FT CONTROL JOINT IN SLAB I I I I I 7�_111„ I I I I I I I I I I p CC NTROL JOINT IN SLAB I I I I I I I I T I I I I I I I I I I I I I j I I N b I I I I I I I I L- - I I I I - - - - - - - - - I I I I 2,_0_1„ FOUNDATION PLAN SCALE 1/4" - V-0" 0 0 c _U u' Q LL c O c O 0 +_ — O � �^—\I i z c t I / c�/"� Q O O U> L1J Q Q 011 MA�'GflOVE BAY DcS16PI Lu M E � o � U N * � E _ o c m� N � LL_ J M a) N MOO -c: x m co � p 05 0 (D �oso= 2 O m L w date: OCT 15, 2018 Sheet A5 ELECTRICAL R15ER 410 S E P 200 AMP 42 CRT O PANEL 10 # 4 BARE GU ELECTRICAL NOTES: 2" TO FPL POLE F MIN GROUND RODS ELECTRICAL SYMBOLS O III I DLPLEXOUILEf ® FLOOR 0MEL 110 v. ULPLEXOUILEC CARBON NIONOC DET. /�g�/ `. SMOKE DEIECDOR O CABINET PICKLIGIff �V EKI4ILSTF.41/ LIGHICONBO 'IELEI'IIONE 1V JACK ® Swricii D OUDLEf LN SOFFIT SINGLE POLE SWIlI CHLNG SINGLE POLE SWIIHCHLNG SINGLE POLE SWRIICI0NG SINGLE POLE SIVIIYICE4NG SINGLE POLE SWHHCtim } VANHYLIGHf " 0 SLSPENDED INCANDESCENT +" RECESSED LNUNDESCENT :y �( wA7FRPROOF ALL(� MOLN'f L1GHf FCCIUtE (_)--(7OT)--(� CiMIN Ck4LVDELIER SLRFACEMOLN'IED FLLORESCEN"f FIXILRE FLLORESCEN'i MILRE XCEILING FAN 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK WITH ALL TRADES 3. SECURELY MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 15" A.F.F. UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED, IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTION, THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS. ASSOCIATION "STANDARD OF INSTALLATION", AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE STD #10 SOLID COPPER OR #12 AND #14 STRANDED COPPER AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPROVED EQUAL. WIRE SIZE SHALL BE DETERMINED BASED ON RATED AMPERAGE AND NEC. CONC. BLOCK FURRING STRI ELECTRICAL C ELECTRICAL WIRING W/GYPSUM BOARD ON FURRING STRIPS SWITCH THERMOSTAT MISC. CONTROLS EQ E DIMENSION BETWEEN COVER PLATES NOT TO EXCEED 2" 0 NOTE: MUST BE CENTERED AS SHOWN. TYPICAL SWITCH MOUNTING DETAIL SCALE 3/4"=V-0" SMOKE DETECTOR NOTE: SMOKE DETECTORS WILL BE REQUIRED BOTH INSIDE AND OUTSIDE EACH BEDROOM. ALL SMOKE DETECTORS TO BE HOT WIRED INTO AN A/C ELECTRICAL POWER SOURCE AND EUIPPED WITH MONITORED BATTERY BACKUP. SMOKE DETECTOR TO BE WIRED SO THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL OTHERS. SMOKE DETECTORS TO BE A MIN. OF 3 FEET FROM ALL BATHROOM DOORS NOTE: ALL ELECTRICAL AND AIR CONDITIONING FIXTURES MAY BE FIELD RELOCATED TO AVOID OBSTRUCTIONS: ELECTRICAL PLAN SCALE: 1/4" - P_0" E SIMPSON A-3 CONNECTOR 4-10d x 1-1/2 2x10 TORAFTER&RIDGE RIDGE BOARD RAFTERS 2x4 COLLAR TIE NAIL w/ 3-15d TRUSSES 2x8 RAFTERS VALLEY FRAM (2X10) RIDGE BOARD 2x8 RAFTER CONT 2x NAILER (TYP) USE SIMPSON CS16 —� STRAP THIRD PLY.WD. TO ROOF TRUSS BELOW VERT. STAB @48" O.C. (MAX.) CONN. W/4-16d NAILS AT TOP & L330 AT BOTTOM FRAMING ANCHOR @ EACH END HURR.STRAP @48" O.C. SCALE: NTS SIMPSON A-3 OR EQIV. FRAMING ANCHOR(TYP) 2x6 CONT. NAILER NAILED TO TRU55E5 W/ 2-12d NAIL Gd NAILED AT EACH AT EACN TRU55 ASPHALT FIBERGLASS ROOFING OVER 15# FELT OVER 1/2" CDX EXTERIOR GRADE T.G. PLYWOOD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SIMPSON META16 TRUSS ANCHOR AT EACH TRUSS (TYP.) BEND OVER AND NAIL SEE TRUSS ANCHOR DETAIL FOR INSTALLATION ELEVATION 9'-4" A.F.F. (TRUSS ERG.) METAL DRIP EDG� ON WOOD FASICA z._D" SOFFIT WNENTS G [DETAIL SIMPSON LS30 HURRICANE STRAP (TYP) SECTION IIAII 2x10 RIDGE BOARD 2x4 COLLAR TIE ON ALL SPANS OVER 10-4'. x81,�.1P' ?k8 Tv �CONT2ANAILER ValleyFramingDetails SCALE: NTS 1 f 4' 2 I 8' zxs zxs 2' 1 2x8 2x8 1 5y 2x8 2x8 2x8 COMMON TRUSS 2X10 RIDGE BOA D 26'-0" MAX. PLY WOOD -ROOF TRUSSES RUSS BELOW SHEATHED RIOR TO VAI I FY FRAMING � STAL ILATION :4 NAILER i 2x8 RAFTER 2x8 VALLEY FRAMING (TYP.) VALLEY FRAMING D ETAI L SHINGLE LNDERLAYUE`:T. ORNO. 15 0630 ROO FLNG FELT WINDOW PER SPEC. PRECAST CONC. SILL 8"C.M.U.,COVEREO W/ 1/2" STUCCO S'IRLCILRAL VEMLAIION BLOCKING ELEVATION 0'-0" GRADE (REF. ONLY) of -. I R-301NS11TION 112" GYP. BOARD POURED CONC. LINTEL W/1-#5 MIN. ' . PRECAST CONC. LINTEL SEE LINTEL SCHEDULE NOTE: THIS WALL SECTION IS SHOWN TFIRU TYP. OPENING. OPENINGS ARE THE ONLY LOCATION W/ PRECAST CONC.LENTIL. IJ.J 112" GYP. BOARD ON ILJI 1x2 P.T. FURRING 16"O.C. W/ 3/4" TUFF-R-4.8 ••• I NSULATION S. 1-#5 (REFER TO DOWELS) MIN. OVERLAP 25" CONC. FILLED CELLS W/1-#5 REBAR @ CORNER OF BLDG. 8, EA. SIDE OF OPENINGS 8. 4'-O" O.C. 90" HOOK 10" LONG. — . Z `4 Gx6 #10-10 W.W.F. OR FIBERMESH c <7; TERMITE TREATED 4� COMPACTED FILL a 4a POLYETHYLENE MEMBRANE 2-#5 REBAR CONT.-ONE STORY 20" TYPICAL WALL SECTION SCALE: 3/4" SMUGHr EDGE 0It CARPENTEIL' S LEVLL'lo MONLIO RAND ENS L'1E LEVEL PLANE BLOCKING, IP NEEDED, TO PREVEN'r'[W6 ILNG OF F1L1,\14NG \1E\IBEfLS ROOF DETAIL SCALE: 1/2" - 1'-0" ROOF SHEATHING DETAIL SCALE: 1/2" - 1'-0" ABA6 6 Z 1" A. BOLT EPDXY 3 "'MIN EMBEDMENT 2#5's EA. WAY 2'-8" X2'-8" X16" PORCH POST DETAIL ROOF SHEATHIN^ CONT. TOP BOARD CONT. BOTTOM BRACE 2X4 AS REQUIRED BY TRUSS DESIGN & AS INDICATED BELOW. BRACING AS REQUIRED BY TRUSS DESIGN. (CEILING DOES NOT ATTACH) NOTCH 6X6 POST FOR HEADER SCALE: 1/2" - l'-O" AL CENTER ,ACING IVIVCENTER CHORD LATERAL BRACING AS REQUIRED BY TRUSS DESIGN AND AS INDICATED IN NOTES. 2X4 W/ 2-16d NAILS AT EACH TRUSS. TYPICAL ROOF TRUSS BRACING SCALE: N.T.S. L 2X10 HEADER W/1/2" YWOOD SPACER CIA. THRU BOLT WASHER P.T. POST 1Od TO PORCH HEADER DETAIL OLE PLATE BOTTOM BRACING I �,PBLE PACER TYPICAL INTERIOR DOOR FRAMING DETAIL SCALE: NTS 2-2x HEADER 2x STUD CONTINUOUS ' W! 1/2"PLYWD. FILLER TO TOP PLATE 16d SPIKES @12" O.C. STAGGERED HEADER -CONTINUOUS 2-2x STUDS UNDER GLUED AND NAILED HEADERS WITH OPENINGS WITH PLYWOOD FILLER HEADER DESIGN TABLE 2-2x4 FOR OPENINGS 0 - 2--6" 2-2x6 FOR OPENINGS 2'-7" - T-6" 2-2x8 FOR OPENINGS 3'-7" - 4-4- 2-2x6 VV/PLYVVD. FOR OPENINGS 4'-0" - 5'-6" 2-2x8 W/PLYWD. FOR OPENINGS 5'-7" - 7'-11" 2-2A0 W/PLYWD. FOR OPENINGS 8'-0" - 11'-6" 2-2x12 W/PLYWD. FOR OPENINGS 11'-7" - 14'-11" 3-2x12 W/PLYWD. FOR OPENINGS 15'-0" - 17'-11" LARGER THAN 5'4' Typical NOTE: USE THESE SIZE HEADERS ABOVE UNLESS OTHERWISE SPECIFIED ON FRAMING PLANS OR FRAMING DETAILS THESE SPANS SHOWN ARE FOR BEARING WALL Header Design Detail AND SHEAR WALL LOCATIONS SUPPORTING CEILING, ROOF ONLY. 2 JACK STUD REQUIRED FOR OPENINGS SCALE: NTS T-O" TO 12'-4". 3 JACKS STUD REQUIRED FOR OPENINGS ABOVE 12'-4" IN WIDTH. sI _V RY N 0 O n- uO G) C O c/) ww Q M--I >-- Q 10 CD MANGROVE BAY DESIDPI M (5 J M V� CV C C) J L -0O - m 0) U 00 0 2_ d 0 M 00 Q a � E 0 3 F= C) s d (y c c d E IN * Nr 74 8- * ' -p' T" �A F /'���lllllilllill\\\\\ W (n:31a to O L ~ N O —_ NI: U ' Co CV N CR), M J 0) N LLj x m of L d ED � 2 do-d� O O LL E Lu date: OCT 15, 2018 Sheet # A6-1 1-450 WALL REINFORCING. MIN. 25" OVERLAP WITH FOUNDATION REINF i - 8x8x16 CONC. BLOCK —FILLED CELLS AND 1450 REBAR @6' O.C. AND ON EACH SIDE OF OPENINGS E3.6 910-10 W.W.F. OR FIBERMESH .a 16 TERMITE TREATED COMPACTED FILL POLYETHYLENE MEMBRANE 2-950 REBAR CON "F.-ONE STORY Interior Bearing Conc. Block Detail / co W_ 1 2" 6x6 #10-10 W.W.F. FILL POLYETHYLENE MEMBRANE DEPRESSED SLAB 4 N TS s-1 2x STUDS @ 16" O.C. SIMPSON SP-1 1/2" DIAx8" LONG ANCHOR BOLT AT EACH STUD W/2-2— WASHERS @48" O.C. MAX UPLIFT: 585# MIN 6" EMBED. 2x P.T. SILL / 6x6 #10-10 W.W.F. 0z \ 16" TERMITE TREATED COMPACTED FILL POLYETHYLENE MEMBRANE 2-#5 REBAR CONT.-ONE STORY Interior Garage Wall 5 S-1 SIMPSON MGT MAX UPLIFT: 3965# USE 5/8" ANCHOR BOLT USE 22-10D NAILS TO GIRDER Heavy Girder Truss Connection SCALE: N.T.S. SIMPSON META12 MAX UPLIFT: 870 USE 7-10d x 1-1/2" NAILS SIMPSON META16 MAX UPLIFT: 1240# USE 10-10d x 1-1/2" NAILS POURED CON TIE BEAM SIMPSON META20 MAX UPLIFT: 150o0 USE 15-10d x 1-1 2" NAILS SIMPSON HHETA20 MAX UPLIFT: 2130 USE 17-10d x 1-1/2" NAILS TA1 TA16 SIMILAR TA2 TYPICAL TRUSS 1 CONNECTION DETAIL SCALE: N.T.S. �1MPSON MTSM16 / SIMPSON MTSM16 MAX UPLIFT: 840# USE 4-1/4"x2 1/4" TAPCON/TITEN USE 7-1Odx1 1/2" NAILS TO RAFTER 4 IA It AAAlI kIM\/ 0�1-]f \All 1 , ®\ �i� _� ti THIS ANCHOR TO BE USED FOR REPLACEMENT OF MIS INSTALLED EMBEDDED ANCHORS TYPICAL TRUSS TO BLOCK DETAIL SCALE: N.T.S. MAX UPLIFT: 2235# W/ 10-10d NAILS MAX UPLIFT: 2235# W/ 9-16d NAILS TVDical Hurricane Anchor Detail SCALE: N TS ,npson Strong -Tie ETA20 ASPHALT FIBERGLASS ROOFING OVER 15# FELT OVER 1/2" CDX EXTERIOR GRADE T.G. PLYWOOD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SIMPSON META16 TRUSS ANCHOR AT EACH TRUSS (TYP.) BEND OVER AND NAIL 12 5 SEE TRUSS ANCHOR DETAIL FOR INSTALLATION ELEVATION 9'-8" A.F.F. METAL DRIP EDC-2 ON WOOD FASICA SOFFIT GARAGE DOOR LINTEL - PRECAST CONC. LINTEL SEE LINTEL SCHEDULE GARAGE DOOR PER SPEC. DOOR MUST MEET 140 MPH WINDLOADING AND SPECIFIED WIND PRESSURES o R-30 I`bS CATION 1/2" )' . BOARD 0 V 0 0 O 0 POURED CO C. INTEL 2._0" W/1-95 MIN. 0 0 0 0 0 0 NOTE: THIS WALL SECTION IS SHOWN THRU TYP. °ENING. OPENINGS ARE 1E ONLY LOCATION W/ PRECAST CONC. LENTIL. GRADE I ELEVATION 0'-0" ��Ti'uJ (REF. ONLY) — 4 j� 4� 0 #10-10 W.W.F. OR FIBERMESH 7T. MITE TREATED COMPACTED FILL POLYETHYLENE MEMBRANE — 2-#5 REBAR CONT.-ONE STORY Garage Wall Section SCALE:v 3/4" = 1'-0" NOTE: GARAGE DOOR MUST MEET 137 MPH WIND LOADING AND MEET THE FOLLOWING WIND PRESSURES: + 27.9 PSF —46.8 PSF FOR STANDARD GARAGE DOORS USE 2x6 P.T. BUCK FOR JAMBS AND SPRING PADS AND USE ONE 1/4" x 3 1/2" TAPCON @ 4" FROM EACH END AND @ 16" O.C. WITH A MIN. OF 4 FASTENERS ON SIDE BUCKS AND 8 FASTENERS ON TOP BUCK. 3/4' x 1' GARAGE DOOR I I' CMU BLK W/1-®5 BAR SUCK araae door iamb SCALE: 3" = 1'-0" _N O C �r cal CV U U ^r-,- � CV LL �}z �0 � Q �o� �W Q Q 10 O 011 MA~NGBOVE BAY DESIGN III �C ER to NS •�t�`,p No. 7t45P" &E 0 Lij co '14E E O m Cm T 0 LL c U O U N C �co MOm� C (6 O _o s �_ a: a- ° O @ 0 LL E LU date: OCT 15, 2018 Sheet # A6-2 Typical Masonry Door Opening SCALE: 1/2" = 1'-0" PRE -CAST LINTEL W/145 REBAR 1/4"x2 1/4" MASONRY SCREW W/145 REBAR FILLED VERT. CELL W/145 REBAR 25"MIN LAP WNgRVfTjlI Masonry Window Opening SCALE: 1/2" = 1'-0" ALL LINTELS TO BE CAST CRETE OR EQUIVALENT LINTEL SCHEDULE SIZE DESCRIPTION LOAD O 4'-411 8F8-1 B 1969 If © 9'-411 8F8-1 T 1160 pIf © 13'-4" 8F12-1B/1T 755 plf ® 17'-4" 8F16-1 B/2T 950 plf 'RE -CAST LINTEL Im '` +r .>,•,; V/145 REBAR CD 8F8-1B © 8F8-0B/1T © 8F12-1B/1T ® 81`16-113/2T 8" WIDTH CONIC BLOCK WALL '.x P.T. WINDOW BUCKS ON SIDES kND TOP W/ T-NAILS 6" FROM ENDS ,ND 12" O.C. W/ 1 3/8" T-NAILS )R 1/4"x2 1/4" TAPCONS PRE -CAST CONIC SILL r'IL_LED VERT. CELL W/145 REBAR 25" MIN LAP W/VERT REINF SPECIFICATIONS PRODUCT DESCRIPTION-7 High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. MATERIALS • fc 8" precast lintels = 3500 psi Concrete masonry units (CMU) per ASTM C90 with minimum net area • fc 8" prestressed, 6" and 12" precast lintels = 6000 psi compressive strenght =1900 psi • fc 4" precast lintels = 3000 psi Reber per ASTNI A615 Grade 60 • Grout per ASTM C476 fg = 3000 psi wl maximum Prestressing strand per ASTM A416 Grade 270 law relaxation 3i8 inch aggregate and 8 to 11 inch slump. 1132 inch wire per ASTM A510 • Mortar per ASTM C270 Type M or S GENERAL NOTES 1. Provide full mortar head and bed joints. 8. Cast -in -place concrete may be provided in composite lintel in lieu of 2. Shore filled lintels as required. concrete masonry units. 3. Installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 andlor structural drawings. 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605,05 4. U-Lintels are manufactured with 5-112 inch long notches at and 03-0605.04 ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete masonry walls 5. All lintels meet or exceed U360 vertical detection, except shall have a coating of stucco applied in accordance with ASTM C926 lintels 17'4' and longer with a nominal height of 8" meet or other approved coating. or exceed U180. 12, Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 6. Bottom field added rebar to be located at the bottom (lateral) loads should be checked for the combined loading with the of lintel cavity. following equation: 7. 7132 inch diameter wire stirrups are welded to the bottom Applied vertical load Applied horizontal load steel for mechanical anchorage. + Safe vertical load Safe horizontal load `- 1.0 SAFE LOAD TABLE NOTES 1. Al values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-112 inches. 2. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One;#7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away L- I N T E L- S P C I E I C A T 1 0 N S 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. At safe loads based on simply supported span. Q. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: T-6" lintel Type 8F32-1 B safe gravity load = 6472 (15) w/ 15°% reduction => 6472 (.85) = 5501 pif & D E T A SCALE: L- S 2"=1'-0" 0 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C'""'1►igrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8F8-OB 81712-0B 8F16-OB 8F20-OB 8F24-OB 8F28-06 BF32-OB 8F8-1B 81712-16 8F16-1B 8F20-16 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 p) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(19) 8733(19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(1g) 7181 (19) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(3) 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 tort 1729 2ss1 3898 5681 8467(44) 6472(i 9'-4" (112") PRECAST 554 699 1160 1 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(3n 6390(4n 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3o) 4754 (45) (136) PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (1PRESTRESSED N.R. NR NR NR NR NR NR NR76") 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4"(208") PRESTRESSED N R NR NR NR NR NR NR NR 300 548 I 950 1326 1609 1849 2047 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^=-Ci 9M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T BF12-IT 8F16-1T 8F20-1T 8F24-IT 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4924 1016 1632 2290 2949 607 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 ;3999V 4498 929 1492 2093 2694 325 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 25 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634(12) 2102 (11) 2571(lo) 3039(lo) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15) 1471(15) 1811(15) 2152(1e) 2494(15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15) 1185(15) 1458(15) 1732ps) 2007(15) 530 686 1183 1526 1865 2204 2544 11'-4"(136") PRECAST 474 485 798(15) 1034(15) 1272(15) 1510(15) 1749(15) 494 599 1028 1422 1738 1 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151 p5) 1366(15) 1582 p5) 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 p4) 1141(14) 1321 (14) 428 455 770 1145 14-44 1718 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052(14) 1218 (14) 410 420 709 1050 1434 (8) 1694 (a) 1954 M 14'-8" (176") PRESTRESSED 239 323 1 519 (13) 671 (13) 823 (13) 976 (14) 1129(14) 246 390 1 655 968 1324 (e) 1625(11) 1874il 15'-4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 pn 909 (3) 1052(13) 230 364 609 897 1224 (a) 1562(t4) 1801 (t4) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (2) 754 (12) 872 (12) 192 303 500 1 732 993 (,) 1268 (14) 1 A70 (14) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES 1. fc 8" precast lintel = 3500 psi 1. Provide full mortar bed and head Joints. 9. Safe load racing based on rational design analysis per 1. All values based on minimum 4 inch bearing. 7. For composite lintel heights not shown, load from lower TYPE DESIGNATION #5 REBp(t AT TOP MIN. 1 REQD 2. fc prestressed lintel = 6000 psi 3. Grout ASTM C476 fc = 3000 2. Shore filled lintels as required. q 3. Installation of lintel must comply with the architectural 10. ACI 318 and ACI 530 Product Approvals: Miami -Dade County, Florida No. F'm=1500 si P nominal Exception: Safe loads for unfilled lintels must use safe next height shown. 8. For lintels lengths not shown, use safe load -1 F 1-1 2' CLEAR / per psi w/ maximum 3/8 inch and/or structural documents. 4. U-Lintels are manufactured with 5 1/2" long notches at 11. 03-0606.05 The exterior surface of linters Installed in exterior concrete SEE SAFE LATERAL LOAD be reduced by 20 % if bearing length is less than 6 1/2 inches. from next longest length shown 9. All safe loads in units of pounds per linear F = FILLED WITH GROUT / U = UNFILLED ¢ w ..4 aggregate & 8 to 11 inch slum P 4. Concrete Masonry Units (CMU) per the ends to accomodate vertical cell reinforcing and grouting. deflection, lintels masonry dolls shall have a coating of stucco applied in Y 9 PP accordance dith ASTM C-296 or other approved coating. TABLES FOR LOAD RATING FOR EACH ADDITIONAL 2, N.R. = Not Rated 3. Safe loads are superimposed allowable loads. foot 10. All safe loads based on simply supported QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY L a = C.M.U. ASTM C90 w minimum net area / compressive strength = 1900 psi 5. All lintels meet or exceed L/360 except 17'-4" and longer with a nominal height of 8" meet or 12. Lintels loaded simultaneously with vertical (gravity or horizontal loads be REINFORCED CMU FULL COURSE 4. Safe loads based on grade 40 or grade 60 field rebar. span. 11. The number in the the parenthesis 8F16 B T a Z j1 s °. 5. Rebar per ASTM A615 grade 60 exceed L/180 deflection. uplift) and (lateral) should checked 5. One be for two indicates the percent reduction for grade 40 -1 /1 z GROUT 6. Prestressing strand per ASTM A416 6. Bottom field added rebar to be located at the bottom for the combined loading with the following equation: ARalied load Aoolled horizontal load 1/2" CLR TYP #7 rebar may substituted #5 rebars 8" lintels only field added rebar. I- QUANTITY OF 5 io grade 270 low relaxation 9 7. Mortar per ASTM C270 type M or S of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the vertical +S 1.0 Safe vertical load Safe horizontal load (2) #5 REBAR 6. The designer may evaluate concentrated a loads from the safe load tables by Example 7'-6" lintel type SF32-1B safe gravity load = 6472.._ Y # REBAR AT TOP L • • � REBAR AT BOTTOM OF LINTEL CAVITY bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel 13. Additional lateral load capacity can be obtained by the designer by providing additional reinforced GR40 or GR60 calculating the maximum resisting moment and shear at d-away from face of support. -9 _• NOMINAL HEIGHT NOMINAL WIDTH 7-5/8•ACTUA BOTTOM REINFORCING PROVIDED IN LINTEL in lieu of concrete masonry units. concrete masonry above the lintel. See detail at right: 8" NOMINAL WIDTH (VARIES) Fnd. 3/4" [P & Cap V 3764" I � w M I l Wm ti FFH 2 PROP ELEY {�r•0 jI I O rQ Lot 7 CD Block 11 Tier G � M 0 Cn LOT 2 I i 0 Block 11 c-Tie r T11 T. F FH 2q.1' PROP ELEY b . l I I I I � I Set 1/2" Rebar & Cap "LB 7623" s PLAN i I r N 90 0 00'00" E 1 1 6.64.1. (.M) - ; Set 1/2" Rebai` Budding Line ; & Cap "LB 7623" N 8 °5T`23" W 1.17.061 (M)117.001 r� NOT TO SCALE SEE SURVEY FOR DIMENSIONS (U tiv TY l i w t 1 st Floor Level reference 0.0' 32' o � ❑ � ❑ � „ ( I j F vl�vr tiro t rH zr -H 25' qz - T T-T►-I EXISTING GRADE PROPOSED FILL GRADE PLAN NOT TO SCALE SEE SURVEY FOR DIMENSIONS